2006-12-19_REVISION - M2001107

• Permit No: M2001107
• IBM Index Class Name: Revision
• Doc Date: 12/19/2006
• Doc Name: Adequacy Review Response
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: TR3
• Media Type: D
• Archive: No

1-NCC.OPT
XSTABL File; 1-NCC 11-27-** 18:17
* X S T A B L *
* *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 Fl 96
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
* *
* All Rights Reserved
* *
* Ver. S.lOSa 95 A 1983
Problem Description Case 1 - Sand Hill Channel
SEGMENT BOUNDARY COORDINATES
_____________________________
16 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) {ft) (ft) {ft) Below Segment
1 200.0 103.0 285.0 103.0 9
2 285.0 103.0 286.0 100.0 9
3 286.0 100.0 291.0 100.0 4
4 291.0 100.0 292.0 103.0 4
5 292.0 103.0 292.1 106.0 3
6 292.1 106.0 292.2 121.5 2
7 292.2 121.5 299.8 137.0 2
6 299.8 137.0 301.3 190.0 1
9 301.3 190.0 394.3 190.0 1
10 399.3 190.0 351.7 193.0 1
11 351.7 193.0 370.6 193.0 1
12 370.6 143.0 372.2 192.0 1
13 372.2 192.0 380.2 137.0 1
14 380.2 137.0 397.7 137.0 1
15 397.7 137.0 406.1 192.0 1
16 906.1 192.0 420.0 142.0 1
8 SUB SURFACE bo undary segme nts
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 299.6 137.0 367.2 137.0 2
2 367.2 137.0 375.9 137.0 2
3 375.4 137.0 380.2 139.0 2
4 380.2 134.0 397.7 139.0 2
5 397.7 134.0 906.1 139.0 2
6 906.1 139.0 420.0 139.0 2
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